CN211395367U - Bridge anticollision railing - Google Patents

Bridge anticollision railing Download PDF

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CN211395367U
CN211395367U CN201922120115.5U CN201922120115U CN211395367U CN 211395367 U CN211395367 U CN 211395367U CN 201922120115 U CN201922120115 U CN 201922120115U CN 211395367 U CN211395367 U CN 211395367U
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bridge
steel
steel wire
collision
wire mesh
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罗建飞
张亚军
高源�
郑伟
温雅军
蔡诚
戴君
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Changan University
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Abstract

本实用新型提供一种桥梁防撞栏杆,包括立柱、钢丝网、弹性材料、钢绞线、钢绞线锚固装置和顶杆;多根立柱沿纵桥向依次排列设置在桥梁的一侧,立柱底部固定于桥面铺装层上,各立柱的顶部通过顶杆依次连接;所述立柱在桥面铺装层以上的部分呈弧形,且向桥梁内侧弯曲;所述钢丝网分为内侧钢丝网和外侧钢丝网,内侧钢丝网的底端固定于各立柱的底端,内侧钢丝网的顶端固定于各立柱的顶端;外侧钢丝网自底端至顶端固定于各立柱的内侧面上,所述弹性材料填充于内侧钢丝网和外侧钢丝网之间的容纳空间内;所述钢绞线依次连接各立柱,两端固定于钢绞线锚固装置上。本实用新型桥梁防撞栏杆通过多重缓冲消除车辆的碰撞力,防撞效果好。

Figure 201922120115

The utility model provides an anti-collision railing for a bridge, which comprises a vertical column, a steel wire mesh, an elastic material, a steel strand, a steel strand anchoring device and a top rod; The bottom is fixed on the bridge deck pavement layer, and the tops of the columns are connected in turn through the top rod; the part of the column above the bridge deck pavement layer is arc-shaped and bent to the inside of the bridge; the steel wire mesh is divided into inner steel wires Net and outer steel mesh, the bottom end of the inner steel mesh is fixed on the bottom end of each column, the top of the inner steel mesh is fixed on the top of each column; the outer steel mesh is fixed on the inner surface of each column from the bottom end to the top, so The elastic material is filled in the accommodating space between the inner wire mesh and the outer wire mesh; the steel strand is connected to each upright in sequence, and both ends are fixed on the steel strand anchoring device. The bridge anti-collision railing of the utility model eliminates the collision force of the vehicle through multiple buffers, and has good anti-collision effect.

Figure 201922120115

Description

一种桥梁防撞栏杆A bridge anti-collision railing

技术领域technical field

本实用新型属于防撞护栏技术领域,具体涉及一种桥梁防撞栏杆。The utility model belongs to the technical field of anti-collision guardrails, in particular to an anti-collision railing for bridges.

背景技术Background technique

桥梁一般多建设于跨河谷地段,所以桥梁护栏外一般是河流或者是峡谷。道路桥梁上日益渐增的车辆给道路交通安全带来了巨大的隐患,一旦车辆失控撞向桥梁护栏,很可能对桥梁整体结构造成不可估量的损伤。现有桥梁防撞栏杆通常为混凝土栏杆,当车辆发生失稳而撞击护栏时,完全依靠其刚度阻拦失控车辆,这不仅对车辆上的人员安全极其不利,还容易造成桥梁结构的损伤。Bridges are generally built across river valleys, so the bridge guardrail is generally a river or a canyon. The increasing number of vehicles on roads and bridges has brought huge hidden dangers to road traffic safety. Once the vehicles run out of control and hit the bridge guardrail, it is likely to cause immeasurable damage to the overall structure of the bridge. The existing bridge anti-collision railings are usually concrete railings. When the vehicle is unstable and hits the guardrail, it completely relies on its rigidity to block the out-of-control vehicle, which is not only extremely detrimental to the safety of the personnel on the vehicle, but also easily causes damage to the bridge structure.

实用新型内容Utility model content

本实用新型所要解决的技术问题在于针对以上现有技术中的不足,提供一种桥梁防撞栏杆,能有效消除车辆的碰撞力,起到良好的防撞效果。The technical problem to be solved by the utility model is to provide a bridge anti-collision railing against the above deficiencies in the prior art, which can effectively eliminate the collision force of vehicles and achieve a good anti-collision effect.

本实用新型是通过以下技术方案来实现:The utility model is realized through the following technical solutions:

一种桥梁防撞栏杆,包括立柱、钢丝网、弹性材料、钢绞线、钢绞线锚固装置和顶杆;An anti-collision railing for a bridge, comprising a column, a steel wire mesh, an elastic material, a steel strand, a steel strand anchoring device and a top rod;

多根立柱沿纵桥向依次排列设置在桥梁的一侧,立柱底部固定于桥梁上,各立柱的顶部通过顶杆依次连接;所述立柱位于桥梁上方的部分呈弧形,且向桥梁内侧弯曲;A plurality of uprights are arranged on one side of the bridge in sequence along the longitudinal bridge direction, the bottoms of the uprights are fixed on the bridge, and the tops of the uprights are connected in turn by the top rods; the part of the uprights above the bridge is arc-shaped and curved toward the inside of the bridge ;

所述钢丝网分为内侧钢丝网和外侧钢丝网,内侧钢丝网的底端固定于各立柱的底端,内侧钢丝网的顶端固定于各立柱的顶端;外侧钢丝网自底端至顶端固定于各立柱的内侧面上,在内侧钢丝网和外侧钢丝网之间形成容纳空间,所述弹性材料填充于内侧钢丝网和外侧钢丝网之间的容纳空间内;The steel mesh is divided into an inner steel mesh and an outer steel mesh. The bottom end of the inner steel mesh is fixed to the bottom end of each column, and the top end of the inner steel mesh is fixed to the top of each column. The outer steel mesh is fixed from the bottom to the top. On the inner side of each column, an accommodation space is formed between the inner wire mesh and the outer wire mesh, and the elastic material is filled in the accommodation space between the inner wire mesh and the outer wire mesh;

所述钢绞线设置多根,每根钢绞线依次连接各立柱,且钢绞线的两端固定于钢绞线锚固装置上。A plurality of the steel strands are arranged, each steel strand is connected to each upright column in turn, and both ends of the steel strand are fixed on the steel strand anchoring device.

优选的,还包括后撑杆和混凝土挡块;Preferably, it also includes a rear brace and a concrete block;

混凝土挡块设置于桥面铺装层上,且位于立柱外侧,所述后撑杆一端连接于立柱,另一端连接于预埋在混凝土挡块中的混凝土挡块预埋连接件。The concrete block is arranged on the pavement layer of the bridge deck and is located outside the column. One end of the rear strut is connected to the column, and the other end is connected to the pre-embedded connector of the concrete block embedded in the concrete block.

进一步的,还包括信号发射装置以及压力传感器;压力传感器用于采集混凝土挡块预埋连接件传递的压力,并将采集的压力信号传输给信号发射装置,信号发射装置根据接收的压力信号发射预警信号给报警器。Further, it also includes a signal transmitting device and a pressure sensor; the pressure sensor is used to collect the pressure transmitted by the embedded connector of the concrete block, and transmit the collected pressure signal to the signal transmitting device, and the signal transmitting device transmits an early warning according to the received pressure signal. signal to the alarm.

进一步的,所述压力传感器设置于混凝土挡块预埋连接件下。Further, the pressure sensor is arranged under the pre-embedded connecting piece of the concrete block.

进一步的,还包括太阳能充电板,太阳能充电板用于给压力传感器和信号发射装置提供电源。Further, a solar charging board is also included, and the solar charging board is used to provide power for the pressure sensor and the signal transmitting device.

进一步的,所述信号发射装置由STM32F429单片机控制。Further, the signal transmitting device is controlled by an STM32F429 single-chip microcomputer.

进一步的,所述信号发射装置设置于桥梁跨中位置。Further, the signal transmitting device is arranged at the mid-span position of the bridge.

优选的,弹性材料为橡胶或塑料。Preferably, the elastic material is rubber or plastic.

优选的,立柱底部通过桥面铺装预埋的立柱预埋螺栓栓接于桥面铺装层,并在立柱预埋螺栓上方覆盖现浇混凝土。Preferably, the bottom of the column is bolted to the bridge deck pavement through the pre-embedded column bolts pre-buried in the bridge deck, and the cast-in-place concrete is covered above the column pre-embedded bolts.

优选的,立柱上自下至上间隔设置有多个预留开口,钢绞线的数量与单根立柱上的预留开口的数量一致,且两者一一对应,每根钢绞线依次穿过各立柱相应的预留开口通过钢绞线锚具锚固于钢绞线锚固装置。Preferably, a plurality of reserved openings are arranged on the column from bottom to top at intervals, the number of steel strands is the same as the number of reserved openings on a single column, and the two are in one-to-one correspondence, and each steel strand passes through in turn The corresponding reserved openings of each column are anchored to the steel strand anchoring device through the steel strand anchoring device.

与现有技术相比,本实用新型具有以下有益的技术效果:Compared with the prior art, the utility model has the following beneficial technical effects:

本实用新型所述的桥梁防撞栏杆具有一定的柔性,当车辆失去控制时,首先钢丝网会消耗部分车辆撞击动能,然后弹性材料再吸收部分能量,再然后由立柱的塑性变形以及钢绞线再消耗大部分撞击力,且立柱具有向桥梁内侧反弯,可有效防止车辆冲出桥梁。多重缓冲消除车辆的碰撞力,防撞效果好,避免了对车辆上的人员产生较大的撞击力,同时也避免了对桥梁结构的损伤。本实用新型结构简单,大部分通过预制安装,施工方便。The bridge anti-collision railing of the utility model has a certain flexibility. When the vehicle is out of control, first the steel mesh will consume part of the vehicle's impact kinetic energy, and then the elastic material will absorb part of the energy, and then the plastic deformation of the column and the steel strand will be used. Most of the impact force is consumed again, and the column has a reverse bend to the inside of the bridge, which can effectively prevent vehicles from rushing out of the bridge. The multiple buffers eliminate the collision force of the vehicle, and the anti-collision effect is good, which avoids the large impact force on the personnel on the vehicle, and also avoids the damage to the bridge structure. The utility model has a simple structure, most of which are prefabricated and installed, and the construction is convenient.

进一步的,后撑杆和混凝土挡块的协同作用下还可为立柱起到一定的支撑,避免立柱产生过大的变形,降低撞击对桥梁的损伤。Further, under the synergistic effect of the rear strut and the concrete block, it can also provide a certain support for the column, avoid excessive deformation of the column, and reduce the damage to the bridge caused by the impact.

进一步的,现有的防撞桥梁栏杆,事故一旦发生在晚上,运营及维护管理部门几乎不可能在第一时间清楚事故发生地在哪里,也就无法开展相关救援措施,进而造成事故后果进一步恶化的问题。本实用新型通过设置压力传感器和信号发射装置,压力传感器收到混凝土挡块预埋连接件所传递的压力,并将这一信号传送至信号发射装置,信号发射装置根据压力传感器所受压力的大小发送不同等级的预警信号,发生险情能够第一时间进行报警,交通运营管理中心就可以及时采取相关救援措施以减轻事故危害。Furthermore, with the existing anti-collision bridge railings, once the accident occurs at night, it is almost impossible for the operation and maintenance management department to know where the accident occurred at the first time, and it is impossible to carry out relevant rescue measures, which will further deteriorate the consequences of the accident. The problem. In the utility model, a pressure sensor and a signal transmitting device are arranged, and the pressure sensor receives the pressure transmitted by the concrete block pre-embedded connecting piece, and transmits the signal to the signal transmitting device, and the signal transmitting device is based on the magnitude of the pressure received by the pressure sensor. By sending different levels of early warning signals, the emergency can be reported as soon as possible, and the traffic operation management center can take relevant rescue measures in time to reduce the harm of the accident.

附图说明Description of drawings

图1是本实用新型结构的横断面图;Fig. 1 is the cross-sectional view of the structure of the present utility model;

图2是本实用新型结构的主视图;Fig. 2 is the front view of the structure of the present utility model;

图3是本实用新型的钢绞线锚固装置示意图;3 is a schematic diagram of the steel strand anchoring device of the present invention;

图4是本实用新型的预警装置示意图;Fig. 4 is the schematic diagram of the early warning device of the present invention;

附图中各标号的含义:1-立柱,2-钢丝网螺栓,3-销钉,4-混凝土挡块预埋连接件,5-预警装置,6-桥面铺装层,7-后撑杆,8-混凝土挡块,9-钢绞线,10-立柱预埋螺栓,11-现浇混凝土,12-弹性材料,13-钢丝网,14-顶杆,15-信号发射装置,16-太阳能充电板,17-压力传感器,18-钢绞线锚具,19-钢绞线锚固装置。The meaning of each label in the attached drawing: 1-upright column, 2-steel mesh bolt, 3-pin, 4-pre-embedded connection piece of concrete block, 5-early warning device, 6-bridge deck pavement, 7-rear brace , 8- Concrete Block, 9- Steel Strand, 10- Column Embedded Bolts, 11- Cast-in-place Concrete, 12- Elastic Material, 13- Steel Wire Mesh, 14- Mandrel, 15- Signal Transmitting Device, 16- Solar Energy Charging board, 17-pressure sensor, 18-strand anchor, 19-strand anchor.

具体实施方式Detailed ways

为了使本实用新型实现的技术手段、达到目的与效果易于理解,下面结合图示对本实用新型实施例中的技术方案进行清楚、完整地描述。In order to make the technical means realized by the present invention, the goals and effects easily understood, the technical solutions in the embodiments of the present invention are clearly and completely described below with reference to the drawings.

一种带预警的桥梁防撞栏杆,包括防撞装置和预警装置5。A bridge anti-collision railing with early warning includes an anti-collision device and an early warning device 5 .

如图1、图2、图3以及图4所示,所述防撞装置包括立柱1、钢丝网 13、弹性材料12、钢绞线9、后撑杆7、混凝土挡块8、顶杆14、钢绞线锚具18以及钢绞线锚固装置19。多根立柱1沿纵桥向依次排列,立柱1底部通过桥面铺装预埋的立柱预埋螺栓10栓接于桥梁上下游的桥面铺装层6上,并在立柱预埋螺栓10上方用现浇混凝土11覆盖,所述顶杆14通过焊接连接各立柱1顶部;所述立柱1在桥面铺装层6以上的部分呈弧形,且向桥梁内侧弯曲。As shown in FIG. 1 , FIG. 2 , FIG. 3 and FIG. 4 , the anti-collision device includes a column 1 , a steel wire mesh 13 , an elastic material 12 , a steel strand 9 , a rear strut 7 , a concrete block 8 , and a top rod 14 , strand anchors 18 and strand anchors 19 . A plurality of uprights 1 are arranged in sequence along the longitudinal bridge direction, and the bottom of the uprights 1 is bolted to the deck pavement 6 upstream and downstream of the bridge through pre-embedded upright bolts 10 embedded in the bridge deck, and above the pre-embedded bolts 10 of the uprights Covered with cast-in-place concrete 11, the top rods 14 are connected to the tops of the columns 1 by welding; the parts of the columns 1 above the bridge deck pavement layer 6 are arc-shaped and bend toward the inside of the bridge.

如图1和图2所示,所述钢丝网13分为内侧钢丝网和外侧钢丝网,内侧钢丝网的底端通过钢丝网螺栓2栓接于各立柱1的底端,内侧钢丝网的顶端通过钢丝网螺栓2栓接于各立柱1的顶端;外侧钢丝网自底端至顶端通过多个钢丝网螺栓2栓接于各立柱1的内侧面上,从而在内侧钢丝网和外侧钢丝网之间形成容纳空间,所述弹性材料12填充于内侧钢丝网和外侧钢丝网之间的容纳空间内。弹性材料12可以采用橡胶或者塑料。As shown in Figures 1 and 2, the wire mesh 13 is divided into an inner wire mesh and an outer wire mesh, the bottom end of the inner wire mesh is bolted to the bottom end of each column 1 through wire mesh bolts 2, and the top end of the inner wire mesh Bolted to the top of each column 1 by wire mesh bolts 2; the outer wire mesh is bolted to the inner side of each column 1 from the bottom end to the top through a plurality of wire mesh bolts 2, so that the inner wire mesh and the outer wire mesh are bolted to the inner side of each column 1. A accommodating space is formed between them, and the elastic material 12 is filled in the accommodating space between the inner steel mesh and the outer steel mesh. The elastic material 12 can be made of rubber or plastic.

如图2和图3所示,所述钢绞线9设置多根,立柱1上自下至上间隔设置有多个预留开口,钢绞线9的数量与单根立柱1上的预留开口的数量一致,且两者一一对应,每根钢绞线9依次穿过各立柱1相应的预留开口通过钢绞线锚具18锚固于两端桥台的钢绞线锚固装置19。所述钢绞线锚固装置预埋进桥梁两端桥台上。As shown in FIG. 2 and FIG. 3 , a plurality of the steel strands 9 are provided, and a plurality of reserved openings are arranged on the column 1 from bottom to top at intervals. The number of the steel strands 9 is the same as the reserved openings on a single column 1 The number is the same, and the two are in one-to-one correspondence, each steel strand 9 sequentially passes through the corresponding reserved openings of each column 1 and is anchored to the steel strand anchoring devices 19 of the bridge abutments at both ends through the steel strand anchors 18. The steel strand anchoring device is pre-buried on the abutments at both ends of the bridge.

混凝土挡块8浇筑于桥面铺装层6上,且位于立柱1外侧。所述后撑杆 7一端通过销钉3连接于立柱1,另一端通过销钉3连接于混凝土挡块预埋连接件4,所述混凝土挡块预埋连接件4预埋进混凝土挡块8中。The concrete block 8 is poured on the bridge deck pavement 6 and is located outside the column 1 . One end of the rear strut 7 is connected to the upright column 1 through the pin 3, and the other end is connected to the concrete block pre-embedded connector 4 through the pin 3, and the concrete block pre-embedded connector 4 is pre-embedded in the concrete block 8.

如图4所示,所述预警装置5包括信号发射装置15,太阳能充电板16 以及压力传感器17,压力传感器17用于采集混凝土挡块预埋连接件4传递的压力,并将采集的压力信号传输给信号发射装置15,信号发射装置15根据接收的压力信号发射预警信号给报警器。所述信号发射装置15由 STM32F429单片机控制,设置于桥梁跨中位置,所述太阳能充电板16设置于安全、向阳位置,即桥梁外侧向阳处,用于给压力传感器17和信号发射装置15提供电源。所述压力传感器17设置于混凝土挡块预埋连接件4下。报警器可以设在交通运营管理中心。As shown in FIG. 4 , the early warning device 5 includes a signal transmitting device 15, a solar charging panel 16 and a pressure sensor 17. The pressure sensor 17 is used to collect the pressure transmitted by the concrete block embedded connector 4, and the collected pressure signal The signal is transmitted to the signal transmitting device 15, and the signal transmitting device 15 transmits an early warning signal to the alarm according to the received pressure signal. The signal transmitting device 15 is controlled by the STM32F429 single-chip microcomputer, and is arranged at the mid-span position of the bridge. The solar charging plate 16 is arranged in a safe and sunny position, that is, the outside of the bridge is facing the sun, and is used to provide power to the pressure sensor 17 and the signal transmitting device 15. . The pressure sensor 17 is arranged under the concrete block embedded connecting piece 4 . The alarm can be set in the traffic operation management center.

本实用新型装置在具体实施时:将立柱1通过立柱预埋螺栓10进行栓接,并覆盖一定厚度的现浇混凝土11,连接紧固,不会轻易被撞倒。当车辆失去控制时,首先钢丝网13会消耗部分车辆撞击动能,然后弹性材料12 再吸收部分能量,再然后由立柱1的塑性变形以及钢绞线9再消耗大部分撞击力,最后,后撑杆7和混凝土挡块8的协同作用下还可为立柱起到一定的支撑,控制立柱1产生过大的变形。且立柱1具有向公路内侧反弯,可有效防止车辆冲出桥梁。与此同时,压力传感器17收到混凝土挡块预埋连接件 4所传递的压力,并将这一信号传送至信号发射装置15,信号发射装置15 根据压力传感器17所受压力的大小发送不同等级的预警信号。交通运营管理中心就可以及时采取相关救援措施以减轻事故危害。During the specific implementation of the device of the present invention, the column 1 is bolted through the column pre-embedded bolts 10, and is covered with a certain thickness of cast-in-place concrete 11, and the connection is fastened and will not be easily knocked down. When the vehicle is out of control, first the steel mesh 13 will consume part of the kinetic energy of the impact of the vehicle, then the elastic material 12 will absorb part of the energy, and then most of the impact force will be consumed by the plastic deformation of the column 1 and the steel strand 9, and finally, the rear support Under the coordinated action of the rod 7 and the concrete block 8 , it can also provide a certain support for the column, and control the excessive deformation of the column 1 . And the column 1 has a reverse bend to the inside of the road, which can effectively prevent vehicles from rushing out of the bridge. At the same time, the pressure sensor 17 receives the pressure transmitted by the concrete block embedded connector 4, and transmits this signal to the signal transmitting device 15, and the signal transmitting device 15 transmits different levels according to the pressure on the pressure sensor 17. warning signs. The traffic operation management center can take relevant rescue measures in time to reduce the accident hazards.

以上显示和描述了本实用新型的基本原理和主要特征和本实用新型的优点。本行业的技术人员应该了解,本实用新型不受上述实施例的限制,上述实施例和说明书中描述的只是说明本实用新型的原理,在不脱离本实用新型精神和范围的前体下,本实用新型还会有各种变化和改进,这些变化和改进都落入要求保护的本实用新型范围内。本实用新型要求的保护范围由所附的权利要求书界定。The basic principles and main features of the present invention and the advantages of the present invention are shown and described above. It should be understood by those skilled in the art that the present invention is not limited by the above-mentioned embodiments. What is described in the above-mentioned embodiments and the specification is only to illustrate the principle of the present invention. Without departing from the spirit and scope of the present invention, the present invention The utility model will also have various changes and improvements, which all fall within the scope of the claimed invention. The scope of protection claimed by the present invention is defined by the appended claims.

Claims (10)

1. A bridge anti-collision railing is characterized by comprising upright posts (1), a steel wire mesh (13), an elastic material (12), steel strands (9), a steel strand anchoring device (19) and ejector rods (14);
a plurality of upright posts (1) are sequentially arranged on one side of the bridge along the longitudinal bridge direction, the bottoms of the upright posts (1) are fixed on the bridge, and the tops of the upright posts (1) are sequentially connected through ejector rods (14); the part of the upright post (1) above the bridge is arc-shaped and is bent towards the inner side of the bridge;
the steel wire mesh (13) is divided into an inner steel wire mesh and an outer steel wire mesh, the bottom end of the inner steel wire mesh is fixed to the bottom end of each upright post (1), and the top end of the inner steel wire mesh is fixed to the top end of each upright post (1); the outer steel wire meshes are fixed on the inner side surfaces of the stand columns (1) from the bottom ends to the top ends, an accommodating space is formed between the inner steel wire meshes and the outer steel wire meshes, and the elastic material (12) is filled in the accommodating space between the inner steel wire meshes and the outer steel wire meshes;
the steel strand wires (9) are arranged in a plurality of numbers, each steel strand wire (9) is sequentially connected with each upright post (1), and the two ends of each steel strand wire (9) are fixed on the steel strand wire anchoring devices (19).
2. The bridge collision rail of claim 1, further comprising a rear stay (7) and a concrete stop (8);
concrete dog (8) set up on bridge deck pavement layer (6), and are located the stand (1) outside, back vaulting pole (7) one end is connected in stand (1), and the other end is connected in pre-buried concrete dog pre-buried connecting piece (4) in concrete dog (8).
3. The bridge collision rail of claim 2, further comprising a signal emitting device (15) and a pressure sensor (17); the pressure sensor (17) is used for collecting the pressure transmitted by the concrete stop block embedded connecting piece (4), the collected pressure signals are transmitted to the signal transmitting device (15), and the signal transmitting device (15) transmits early warning signals to the alarm according to the received pressure signals.
4. The bridge anti-collision rail according to claim 3, wherein the pressure sensor (17) is arranged below the concrete stop block embedded connector (4).
5. The bridge anti-collision rail according to claim 3, characterized by further comprising a solar charging panel (16), wherein the solar charging panel (16) is used for supplying power to the pressure sensor (17) and the signal transmitting device (15).
6. The bridge collision rail of claim 3, characterized in that the signal emitting device (15) is controlled by a STM32F429 single chip microcomputer.
7. A bridge collision rail according to claim 3, characterized in that the signal emitting device (15) is arranged at a bridge span position.
8. The bridge collision rail of claim 1, wherein the resilient material (12) is rubber or plastic.
9. The bridge anti-collision rail according to claim 1, characterized in that the bottom of the upright (1) is bolted to the deck pavement layer (6) by means of pre-embedded upright pre-embedded bolts (10) and the concrete (11) is cast in place above the pre-embedded upright bolts (10).
10. The bridge anti-collision railing of claim 1, characterized in that a plurality of reserved openings are arranged on the upright posts (1) at intervals from bottom to top, the number of the steel strands (9) is the same as that of the reserved openings on a single upright post (1), the steel strands are in one-to-one correspondence with each other, and each steel strand (9) passes through the corresponding reserved opening of each upright post (1) in sequence and is anchored on the steel strand anchoring device (19) through the steel strand anchorage device (18).
CN201922120115.5U 2019-11-29 2019-11-29 Bridge anticollision railing Expired - Fee Related CN211395367U (en)

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110847032A (en) * 2019-11-29 2020-02-28 长安大学 Flexible bridge railing with multiple buffering effect
CN112227264A (en) * 2020-10-22 2021-01-15 章柯 Road central authorities separate buffer for road administration engineering
CN112609561A (en) * 2020-12-22 2021-04-06 湖南联智科技股份有限公司 A anticollision stake for road and bridge safety protection
CN113202035A (en) * 2021-05-19 2021-08-03 温茂彩 Multifunctional protective device for road and bridge engineering

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110847032A (en) * 2019-11-29 2020-02-28 长安大学 Flexible bridge railing with multiple buffering effect
CN110847032B (en) * 2019-11-29 2024-10-08 长安大学 Flexible bridge railing with multiple cushioning effect
CN112227264A (en) * 2020-10-22 2021-01-15 章柯 Road central authorities separate buffer for road administration engineering
CN112609561A (en) * 2020-12-22 2021-04-06 湖南联智科技股份有限公司 A anticollision stake for road and bridge safety protection
CN113202035A (en) * 2021-05-19 2021-08-03 温茂彩 Multifunctional protective device for road and bridge engineering

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